1) axiomatic potential theory
公理位势论
2) potential theory
位势理论
1.
Based on the generalized potential theory and the basic principles of damage mechanics,the damage process of soil was studied,and the relative conceptions about generalized damage and restricted damage were presented.
基于广义位势理论与损伤力学基本原理,对在广义位势理论中土料的损伤过程进行研究,提出广义损伤与狭义损伤的相对概念,从广义位势理论与损伤势函数的角度考虑摩擦材料的损伤与破坏过程,讨论广义位势理论中土料的损伤模型。
2.
The paper gives a systemmetical and comprehensive description and comparation to traditional plasticity potential theory and generalized plasticity potential theory (including two cases:stress main axis revolving or not).
就传统塑性位势理论与广义塑性位势理论(考虑和不考虑应力主轴旋转两种情况下)进行了系统的综述与比较。
3.
Kress via potential theory.
Kress在文献[1]应用位势理论作了很完备的阐述。
3) location potential theory
区位势理论
1.
Logistics center selection based on location potential theory
基于区位势理论的物流中心选址
4) generalized potential theory
广义位势理论
1.
Constitutive theory of soils based on the generalized potential theory;
从广义位势理论的角度看土的本构理论的研究
2.
Mathematical foundation of constitutive models of geotechnical material and generalized potential theory;
岩土本构模型的数学基础与广义位势理论
3.
Elasto-plastic constitutive model of interface based on generalized potential theory;
基于广义位势理论的接触面弹塑性本构模型
5) plastic potential theory
塑性位势理论
1.
On the basis of Mises yield criterion this paper calculates the plastic strain increments by using the rule of orthogonal flow and the plastic potential theory.
基于Mises准则并采用正交流动法则和塑性位势理论求得塑性应变增量。
2.
Numerous geotechnical experiments and engineering experiences show that the traditional plastic potential theory can not describe the basic mechanical behavior of geomaterials.
大量岩土实验与工程实践表明传统塑性位势理论无法合理反映岩土材料的基本变形机制。
3.
So firstly,the flow rules of the plastic shear strain are studied in the frame of the conventional plastic potential theory.
为此,在传统塑性位势理论的框架内对塑性剪应变的发展规律,以及通过非平滑处理后塑性剪应变的发展规律进行了理论研究。
补充资料：公理
公理
axiom
公理【叹姗;毗110Ma] 基本的假设，自明的原理.在演绎的科学理论中，公理是某种理论的一些基本的原始假设，从这些假设出发，通过演绎即纯逻辑推理，可以得出该理论的其他一切内容见公理方法(axiomatic method)·
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条